岩石摩擦-滑动中的声发射b值动态特征及其地震学意义

双剪试验的结果表明,岩石摩擦滑动过程中的AE b 值动态曲线可归纳为锯齿状和台柱状两类,分别对应于不规则粘滑和规则粘滑.滑动瞬间滑面上摩擦系数变化△μ的分布决定岩石的滑动方式,不均匀分布易发生不规则粘滑.均匀分布易引起规则粘滑;破裂和滑动是摩擦滑动过程中的两类AE 机制,两类AE 的能量分别与破裂面面积及△μ成正比.研究结果提示,平直光滑的地震断层可能显示出特征地震的发震特点.     

门源、共和地震前甘青交界地区浅层地温异常时空分布特征

本文研究了１９８６年门源６．４级地震和１９９０年共和７．０级地震地，１９８０－１９９０年青海省东北部甘青交界地区浅层地温场的时空分布特征。主要结论如下：门源地震前，１９８９年出现以青海湖为中心的浅层地温增温区，其中从湟源－门源－带形成椭圆形地温高值区，１９８６年访温区地温下降；共和地震和前从１９８７年出现大面积、长时间浅层地温增高区。增温幅度较大的地区集中在青海省湟源－共和－兴海－线。距震中区较远     

A critical state interpretation for the cyclic liquefaction resistance of silty sands

Contrary to many laboratory investigations, common empirical correlations from in situ tests consider that the increase in the percentage of fines leads to an increase of the cyclic liquefaction resistance of sands. This paper draws upon the integrated Critical State Soil Mechanics framework in order to study this seemingly not univocal effect. Firstly the effect of fines on the Critical State Line (CSL) is studied through a statistical analysis of a large data set of published monotonic triaxial tests. The results show that increasing the content of non-plastic fines practically leads to a clockwise rotation of the CSL in (e–ln p) space. The implication of this effect on cyclic liquefaction resistance is subsequently evaluated with the aid of a properly calibrated critical state elasto-plastic constitutive model, as well as a large number of published experimental results and in situ empirical correlations. Both sets of data show clearly that a fines content, less than about 30% by weight, may prove beneficial at relatively small effective stresses (p₀<50–70 kPa), such as the in situ stresses prevailing in most liquefaction case studies, and detrimental at larger confining stresses, i.e. the stresses usually considered in laboratory tests. To the extent of these findings, a correction factor is proposed for the practical evaluation of liquefaction resistance in terms of the fines content and the mean effective confining stress.     

Decoupled seismic analysis of an earth dam

The seismic stability of an earth dam is evaluated via the decoupled displacement analysis using the accelerograms obtained by ground response analysis to compute the earthquake-induced displacements. The response analysis of the dam is carried out under both 1D and 2D conditions, incorporating the non-linear soil behaviour through the equivalent linear method. Ten artificial and five real accelerograms were used as input motions and four different depths were assumed for the bedrock.1D and 2D response analyses were in a fair agreement with the exception of the top third of the dam where only a 2D modelling of the problem could ensure that the acceleration field is properly described. The acceleration amplification ratio obtained in the 2D analyses was equal to about 2 in all the cases considered, consistently with data from real case histories.The maximum permanent displacements computed by the sliding block analysis were small, being less than 10% of the service freeboard; a satisfactory performance of the dam can then be envisaged for any of the seismic scenarios considered in the analyses.     

Research on Earthquakes in Cities of China

In this paper, we briefly describe the general destruction caused by historic earthquakes in major cities of China, preliminarily analyze the heaviness and widespread occurrence of earthquakes in cities of China, and suggest that research on scenario earthquakes in cities should be developed as a part urban disaster reduction research.     

浅谈地震科技档案鉴定的意义

地震科技档案鉴定是档案管理部门的一项重要工作。针对地震科技档案鉴定工作的重要意义进行了分析，定期对地震科技档案鉴定有利于优化馆藏、对重点地震科技档案的保管；并对提高档案工作服务水平和档案人员业务素质进行了探讨。     

地下电性非均匀结构对地电场信号的影响

在数值模拟的基础上探讨了地下电性非均匀性问题对地电场信号的影响程度。这些影响主要包括地下电性非均匀体对天然电磁感应电场的影响和对产生于震源区附近的异常地电场的影响。结果表明, 地下电性不均匀体的电性特征与周围介质的电性特征差别越大, 则其对地电场的影响也会越大; 地下电性不均匀体的空间范围越大, 则其对地电场的影响也越大。在孕震区作为可能的电荷源模型中, 地下电性不均匀体的存在对电荷源所形成的异常地电场信号在地表的表现形式也有很大的影响。在地表所观测到的地电场异常空间分布不均匀性与地下电性不均匀体的空间位置有着密切关系。     

加卸载响应比理论在华南地区中强震的应用

用加卸载响应比理论对华南地区12例中强以上地震进行研究, 结果表明有8例在震前响应比值有明显的高值( Y≥ 2. 0)异常显示, 通过对响应比值随时间变化特征的分析表明, 响应比对5级左右地震有较好的中短期预测效果, 因此响应比理论可作为华南地区地震预测方法。     

地震预测的构造物理模型研究

在系统收集和分析中国大陆的活动构造、地震活动和地球物理场资料的基础上，初步圈定出769个构造物理潜在震源，并对其中477个位于主要强震区、带内的潜在震源进行了空间几何定量描述和基本震源参数的系统分析，在GIS平台上开发了分析系统，逐一计算了每一潜在震源的十年发震概率，圈定了1999～2008年的强震危险区，根据发震概率的大小对危险区的危险性进行分类。近几年发生的强震与预测结果的对比检验结果表明，用构造物理模型确定的十年地震危险区具有较好的预测效果。     

从经验性预报向以物理为基础的概率预报过渡的若干问题

前言 地震预报是一个既古老又年轻的课题。早在二千七百多年前我国就开始有地震记载。公元132年,东汉张衡发明了世界上最早的地震仪——候风地动仪。但是,世界性的比较科学的地震预报研究大体上从本世纪六十年代开始。日本从1965年开始执行第一个地震预报五年计划。苏联虽自1948年阿什哈巴德地震之后就提出地震预报,但是,在地震学、地球物理和地球化学等方面探索前兆,真正取得进展也始于六十年代末。我国有计划大规模开展地震预报从1966年邢台地震现场开始。美国地震预报起步稍晚,但进展很快。 二十多年的观测、研究和预报实践推动了地震预报事业的发展。地震预报已从束手无策的